Acknowledgement
이 연구는 2019년도 정부(국토교통부)의 재원으로 국토교통과학기술 진흥원 (21CTAP-C152179-03)의 지원에 의한 결과의 일부임.
References
- ACI 318-14. (2014). Building Code requirements for Structural Concrete and Commentary. Farmington, Mi, USA: American Concrete Institute
- Ameen, S. (2018). Diagonally-Reinforced Concrete Coupling Beams with High-Strength Steel Bars. Department of Civil, Enviornmental and Architectural Engineering Kansas university
- Ang, A. & Tang, W.H. (2007). Probability concepts in engineering: Emphasis on Applications to Civil and Environmental Engineering.
- ASCE. (2017). Seismic Evaluation and Retrofit of Existing Buildings. ASCE 41-17, American Society of Civil Engineers, Reston, VA:
- Canbolat, B.A, Parra-Montesinos, G.J., & Wight, J.K. (2005). Experimental Study on Seismic Behavior of High-Performance Fiber-Reinforced Cement Composite Coupling Beams. ACI Structural Journal. 102(1): 159-166.
- Dugas D.G. (2002). Seismic response of diagonally reinforced coupling beams with headed bars. Montreal, Quebec. Master of Engineering, Department of Civil Engineering and Applied Mechanics, McGill University.
- Fortney, P.J,, Rassati, G.A, & Shahrooz, B.M. (2008). Investigation on Effect of Transverse Reinforcement on Performance of Diagonally Reinforced Coupling Beams. ACI Structural Journal. 105(6):781-789.
- Galano, L., & Vignoli, A. (2000). Seismic Behavior of Short Coupling Beams with Different Reinforcement Layouts. ACI Structural Journal. 97(6):876-885.
- Gonzalez, E. (2001). Seismic response of diagonally reinforced slender coupling beams. Vancouver. Master of Applied Science, Department of Civil Engineering, University of British Columbia.
- Han, S.W., & Jee, N.Y. (2005). Behavior of high-performance fiber-reinforced cement composite columns subjected to horizontal biaxial and axial loads. Engineering Structures. 27(6), 951-962 https://doi.org/10.1016/j.engstruct.2005.01.012
- Han, S,W,, Kang, J-W,, Jee, H-W., Shin, M., & Lee, K. (2018a). Cyclic Behavior of HPFRCC Coupling Beams with Bundled Diagonal Bars. International Journal of Concrete Structures and Materials. 12(1).
- Han, S.W., Kim, S.B., & Kim, T. (2019a). Effect of transverse reinforcement on the seismic behavior of diagonally reinforced concrete coupling beams. Engineering Structures. 196
- Han, S.W., Kwon, O.-S., & Lee, L.-H. (2004). Evaluation of the seismic performance of a three-story ordinary moment-resisting concrete frame. Earthquake Engineering and Structural Dynamics. 33(6), 669-685 https://doi.org/10.1002/eqe.367
- Han, S.W., Lee, C.S., Shin, M., & Lee, K. (2015). Cyclic performance of precast coupling beams with bundled diagonal reinforcement. Engineering Structures. 93:142-151. https://doi.org/10.1016/j.engstruct.2015.03.034
- Haselton, C.B., Liel, A.B., Taylor-Lange, S.C., & Deierlein, G.G. (2016). Calibration of model to simulate response of reinforced concrete beam-columns to collapse. ACI Structural Journal 113(6):1141-1152 https://doi.org/10.14359/51689245
- Howard, B. (2017). Seismic response of diagonally reinforced coupling beams with varied hoop spacings. Montreal, Quebec. Master of Engineering, Department of Civil Engineering & Applied Mechanics, McGill University.
- Ishikawa, Y., & Kimura, H. (1996). Experimental study on seismic behavior of R/C diagonally reinforced short beams. In: 11th World Conference on Earthquake Engineering; Acapulco, Mexico
- Jang, S.J., Jeong, G.Y., & Yun, H.D. (2018). Use of steel fibers as transverse reinforcement in diagonally reinforced coupling beams with normal-and high-strength concrete. Department of Architecural Engineering, Chungnam National University
- Kanakubo, T., Fujisawa, M., Sako, N., & Sonobe, Y. (1996). Ductility of Short Span RC Beams. In: 11th World Conference on Earthquake Engineering; Acapulco, Mexico.
- Kwan, A.K.H., & Zhao, Z.Z. (2002). Cyclic behaviour of deep reinforced concrete coupling beams. Proceedings of the Institution of Civil Engineers - Structures and Buildings. 152(3):283-293. https://doi.org/10.1680/stbu.2002.152.3.283
- Lignos, D.G. & Krawinkler, H. (2011). Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading. Journal of structural engineering. 137(11):1291-1302 https://doi.org/10.1061/(asce)st.1943-541x.0000376
- Lim, E., Hwang, S-J., Cheng, C-H., & Lin, P-Y. (2016a). Cyclic Tests of Reinforced Concrete Coupling Beam with Intermediate Span-to-Depth Ratio. ACI Structural Journal. 113(3):515-524.
- Lim, E., Hwang, S-J., Wang, T-W., & Chang, Y-H. (2016b). An Investigation on the Seismic Behavior of Deep Reinforced Concrete Coupling Beams. ACI Structural Journal. 113(2):217-226.
- Naish, D., Fry, A., Klemencic, R., & Wallace, J. (2013a). Reinforced Concrete Coupling Beams-Part I: Testing. ACI Structural Journal. 110(06):1057-1066.
- Nassar, A.A., & Krawinkler, H. (1991). Seismic demands for SDOF and MDOF systems.
- Paulay, T., & Binney, J.R. (1974). Diagonally Reinforced Coupling Beams of Shear Walls. Special Publication. 42:579-598.
- Park, W.S., Kang, T. H-K., Kim, S., & Yun, H.D. (2020). Seismic Performance of Moderately Short Concrete Coupling Beams with Various Reinforcements. ACI Strucural journal, 117-S58
- Shimazaki, K. (2004). De-bonded diagonally reinforced beam for good repairability. In: 13th World Conference on Earthquake Engineering. Vancouver, B.C., Canada.
- Shin, D.I. Haroon, M., Yoon, S.H., & Lee, J.Y. (2020). Effective of deviation angle between principal stress and diagonal reinforcement direction on seismic performance of RC coupling beams. Department of Civil, Architectural and Environmental System Engineering at Sunkyunkwan University
- Shin, M., Gwon, S.W., Lee, K., Han, S.W., & Jo, Y.W. (2014). Effectiveness of high performance fiber-reinforced cement composites in slender coupling beams. Construction and Building Materials. 68:476-490. https://doi.org/10.1016/j.conbuildmat.2014.06.089
- Tassios, T.P., Moretti, M., & Bezas, A. (1996). On the Behavior and Ductility of Reinforced Concrete Coupling Beams of Shear Walls. ACI Structural Journal. 93(6):711-720.